2-RC 0453.003 310MainStIFB 052826.pdf
PDF 4 MB Posted
- Solicitation number
- Not on record
- Issued by
- Allegheny County, Ingram Borough, Pennsylvania
About this file
This is an Invitation for Bid (IFB) document for the Township of Findlay, Allegheny County, Pennsylvania, regarding Contract No. 26-01 for the Reconstruction of Activity Center Retaining Wall. The project involves the reconstruction of a retaining wall at the Findlay Township Activity Center located at 310 Main Street, Imperial, PA 15126. Sealed bids will be received online through the PennBid Program (www.PennBid.net) until 2:00 PM prevailing time on Wednesday, July 1, 2026. A Pre-Bid Meeting is scheduled for Monday, June 15, 2026 at 10:00 AM at the Activity Center. Bids will be opened shortly after the deadline with results posted via PennBid. The Township reserves the right to award the contract within ninety (90) days from the date bids are opened.
All bidding documents are available at no cost through www.PennBid.net. Proposals must be accompanied by either a Certified Check or Bidder's Bond from a Pennsylvania-authorized Surety Company made payable to the Township of Findlay in an amount equal to ten percent (10%) of the total proposal amount as a guarantee. The Township of Findlay reserves the right to reject any and/or all bids submitted, in whole or in part, and to waive any defects, errors, omissions, irregularities, or informalities in bids received. No bid bond shall be waived or returned if the bidder fails to comply with requirements set forth in the plans, specifications, or applicable Pennsylvania statutes and municipal ordinances.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 1-00 Specifications Binder.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SCALE:
JOB:
DWG:
C.00
T
IT
L E
S H
E E
T
DATE:
DGN:
DWN:
CHK:
APP:
ACW
ACW
NER
KRS
R E
V
D A
T E
D E
S C
R
IP
T
IO
N
B
R O
A D
W A Y S
T R
E E T
C A R
N E G
IE
P A
.8
.5 w w w .r ed co ne ng in ee rin g.
co m
SEAL:
DRAWING STATUS:
BID
0453-003
05/28/26
F
IN
D L
A Y
T O
W N
S H
IP
M
A
IN
S T
R E
E T
IM
P
E R
IA
L, P A
A
LL
E
G H
E N
Y C
O U
N T
Y
NOT TO SCALE
310 MAIN STREET
IMPERIAL, PA 15126
TOWNSHIP OF FINDLAY, ALLEGHENY COUNTY, PA
MAY 2026
TOWNSHIP OF FINDLAY
RECONSTRUCTION OF ACTIVITY CENTER RETAINING WALL
APPLICANT:
TOWNSHIP OF FINDLAY
1271 ROUTE 30, PO BOX W
CLINTON, PA 15026
DRAWING LIST
DWG. NO. DESCRIPTION
C.00 TITLE SHEET
C.01 EXISTING CONDITIONS
C.02 SITE PLAN
C.03 CONSTRUCTION DETAILS, CALCULATIONS AND SECTIONS
C.04 CONSTRUCTION DETAILS
XXXXXXXXXXKnow what's below.
before you dig.Call
R
104 BROADWAY STREET
CARNEGIE, PA 15106
412.886.5000 www.redconengineering.com
LOCATION MAP
1" = 2000'
USGS - CLINTON AND OAKDALE QUADS
N
SITE
R E
C O
N S
T R
U C
T
IO
N O
F A
C T
IV
IT
Y C
E N
T E
R R
E T
A
IN
IN
G
W A
L L
AutoCAD SHX Text
SERIAL NO.
AutoCAD SHX Text *Before you dig anywhere in Pennsylvania STOP!
AutoCAD SHX Text Call PA. One-Call at 811 or 1-800-242-1776 Toll Free
AutoCAD SHX Text for actual field utility locations.
AutoCAD SHX Text these conditions involve the entire Commonwealth.
AutoCAD SHX Text NOTE: The utility locations shown on this plan are approx.
AutoCAD SHX Text locations only as per utility company information
AutoCAD SHX Text Pennsylvania Act 38 (1991) requires no less than 3 working days notice nor
AutoCAD SHX Text more than 10 working days notice from excavators who are about to dig, AutoCAD SHX Text drill, blast, auger, bore, grade, trench, or demolish when in the construction
AutoCAD SHX Text phase. A designer is required to give no less than 10 working days nor more
AutoCAD SHX Text than 90 working days notice when engaged in the design phase. Both of
AutoCAD SHX Text and information supplied by the PA One Call System.
X
X X
X X X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X X X
X X
X X
X X
XXX
978978
S88°03'42"W 108.00'
S0 3°
'48
"E
8.
X X
S88°27'42"W 197.09
X X
X X
X
XXX
x xxx x
LEGEND
EXISTING FENCE
TO BE REMOVED
EXISTING WALL
TO BE REMOVED
EXISTING STONE AND
RR TIES TO BE REMOVED
EXISTING STONE AND
RR TIES TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING STONE AND
RR TIES TO BE REMOVED
EXISTING WALL
TO BE REMOVED
N
SCALE:
JOB:
DWG:
C.01
E X
IS
T
IN
G
C O
N D
IT
IO
N S
DATE:
DGN:
DWN:
CHK:
APP:
ACW
ACW
NER
KRS
1" = 5'
R E
V
D A
T E
D E
S C
R
IP
T
IO
N
B
R O
A D
W A Y S
T R
E E T
C A R
N E G
IE
P A
.8
.5 w w w .r ed co ne ng in ee rin g.
co m
SEAL:
DRAWING STATUS:
BID
0453-003
5/28/26
GRAPHIC SCALE
( IN FEET )
F
IN
D L
A Y
T O
W N
S H
IP
M
A
IN
S T
R E
E T
IM
P
E R
IA
L, P A
A
LL
E
G H
E N
Y C
O U
N T
Y
R E
C O
N S
T R
U C
T
IO
N O
F A
C T
IV
IT
Y C
E N
T E
R R
E T
A
IN
IN
G
W A
L L
AutoCAD SHX Text
VENDING MACHINE
AutoCAD SHX Text
FFE=979.9
AutoCAD SHX Text
FFE=979.9'
AutoCAD SHX Text
BIKE RACK
AutoCAD SHX Text
4" BOLLARD
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
UTILITY POLE #537474
AutoCAD SHX Text
ACTIVITY CENTER PARKING ONLY SIGN
AutoCAD SHX Text
INLET
AutoCAD SHX Text
TOP=966.38
AutoCAD SHX Text
INV.=963.03(IN) 6" PVC
AutoCAD SHX Text
FFE=969.3
AutoCAD SHX Text
COUNTY OF ALLEGHENY
AutoCAD SHX Text
PARCEL ID: 916-A-4
AutoCAD SHX Text
COUNTY OF ALLEGHENY
AutoCAD SHX Text 916-A-4
AutoCAD SHX Text
FINDLAY TOWNSHIP
AutoCAD SHX Text
PARCEL ID: 800-E-351
AutoCAD SHX Text
310 MAIN ST.,
AutoCAD SHX Text
IMPERIAL, PA 15126
AutoCAD SHX Text
DEED BOOK 8921, PAGE 567
AutoCAD SHX Text
TW977.7
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BW969.0
AutoCAD SHX Text
TW977.7
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BW969.1
AutoCAD SHX Text
AutoCAD SHX Text 977.19
AutoCAD SHX Text
AutoCAD SHX Text 978.50
AutoCAD SHX Text
AutoCAD SHX Text 978.33
AutoCAD SHX Text
AutoCAD SHX Text 978.41
AutoCAD SHX Text
AutoCAD SHX Text 978.40
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TW977.51
AutoCAD SHX Text
BW975.85
AutoCAD SHX Text
AutoCAD SHX Text
TW977.68
AutoCAD SHX Text
BW977.37
AutoCAD SHX Text
AutoCAD SHX Text 978.45
AutoCAD SHX Text
AutoCAD SHX Text 978.85
AutoCAD SHX Text
AutoCAD SHX Text 968.33
AutoCAD SHX Text
AutoCAD SHX Text 968.66
AutoCAD SHX Text
AutoCAD SHX Text 967.44
AutoCAD SHX Text
AutoCAD SHX Text 966.41
AutoCAD SHX Text
AutoCAD SHX Text 968.57
AutoCAD SHX Text
AutoCAD SHX Text 967.34
AutoCAD SHX Text
AutoCAD SHX Text 968.66
AutoCAD SHX Text
AutoCAD SHX Text 978.31
AutoCAD SHX Text
AutoCAD SHX Text 978.34
AutoCAD SHX Text
TW977.62
AutoCAD SHX Text
AutoCAD SHX Text
BW969.2
AutoCAD SHX Text
AutoCAD SHX Text 977.20
AutoCAD SHX Text
AutoCAD SHX Text
TW977.53
AutoCAD SHX Text
BW969.24
AutoCAD SHX Text
AutoCAD SHX Text 977.35
AutoCAD SHX Text
AutoCAD SHX Text
TW977.6
AutoCAD SHX Text
BW969.9
AutoCAD SHX Text
4" BOLLARD
AutoCAD SHX Text
ASPHALT PARKING LOT
AutoCAD SHX Text
ASPHALT PARKING LOT
AutoCAD SHX Text
DECK
AutoCAD SHX Text
SHED
AutoCAD SHX Text
STONE WALK
AutoCAD SHX Text
STONE
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
AC
AutoCAD SHX Text
STONE
AutoCAD SHX Text
STONE
AutoCAD SHX Text
DUMPSTER
AutoCAD SHX Text
ENCLOSURE
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
RR TIE
AutoCAD SHX Text
RR TIE
AutoCAD SHX Text
RR TIE
AutoCAD SHX Text
RR TIE
AutoCAD SHX Text
RR TIE
AutoCAD SHX Text
EXISTING WALL
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
GRAVEL PATH (MONTOUR TRAIL)
AutoCAD SHX Text
EXISTING WOODS
AutoCAD SHX Text
EXISTING WOODS
AutoCAD SHX Text
EXISTING WOODS
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
GM
AutoCAD SHX Text
AC
AutoCAD SHX Text
EM
AutoCAD SHX Text
INV.=963.48(IN) 12"CMP
AutoCAD SHX Text
INV.=962.96(OUT) 24" N-12
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text 24" N-12
AutoCAD SHX Text 24" N-12
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
FDC
AutoCAD SHX Text
WATER SPIGOT
AutoCAD SHX Text
SHUT OFF SAFETY SWITCH
AutoCAD SHX Text T=696.30
AutoCAD SHX Text
CLEANOUT
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
EXISTING FENCE LINE
AutoCAD SHX Text
EXISTING UTILITY POLE
AutoCAD SHX Text
EXISTING ELECTRIC METER
AutoCAD SHX Text
EXISTING STORM SEWER
AutoCAD SHX Text
EXISTING CLEANOUT
AutoCAD SHX Text
EXISTING GAS METER
AutoCAD SHX Text
EXISTING CONTOURS
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING SPOT ELEVATION
AutoCAD SHX Text 998.71
AutoCAD SHX Text
EXISTING STORM INLET
AutoCAD SHX Text
EXISTING PROPERTY LINE
AutoCAD SHX Text
CO
AutoCAD SHX Text
GM
AutoCAD SHX Text
EXISTING OVERHEAD WIRES
AutoCAD SHX Text
EM
AutoCAD SHX Text
EXISTING TREELINE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
2.5
X X
X X X X X X X
X X X
X X
X X
X X
XXX
978978
S88°03'42"W 108.00'
S0 3°
'48
"E
8.
S88°27'42"W 197.09
X X
X
XXX
x xxx x
LEGEND
BS969
20± STEPS
RETAINING WALL DRAINAGE
TO CONNECT TO 6" PVC
STORM DRAIN
NEW 6' HIGH
ALUMINUM FENCE
NEW RECON RETAINING WALL
CONTRACTOR SHALL FIELD ADJUST
OVERLAP OF STEPS TO MATCH
THE EXISTING TOPOGRAPHY
+ TW977.5±
7'
NEW 3' WIDE GATE WITH
LOCKING MECHANISM
CLEAR AND GRUB AS NEEDED
FOR STEP INSTALLATION
NEW CONCRETE
PROPOSED 2'X2' YARD
DRAIN TO CONNECT TO
WALL DRAINAGE SYSTEM/
EXISTING 6" PVC STORM
DRAIN
N
SCALE:
JOB:
DWG:
C.02
S
IT
E P
L A
N
DATE:
DGN:
DWN:
CHK:
APP:
ACW
ACW
NER
KRS
1" = 5'
R E
V
D A
T E
D E
S C
R
IP
T
IO
N
B
R O
A D
W A Y S
T R
E E T
C A R
N E G
IE
P A
.8
.5 w w w .r ed co ne ng in ee rin g.
co m
SEAL:
DRAWING STATUS:
BID
0453-003
05/28/26
GRAPHIC SCALE
( IN FEET )
F
IN
D L
A Y
T O
W N
S H
IP
M
A
IN
S T
R E
E T
IM
P
E R
IA
L, P A
A
LL
E
G H
E N
Y C
O U
N T
Y
R E
C O
N S
T R
U C
T
IO
N O
F A
C T
IV
IT
Y C
E N
T E
R R
E T
A
IN
IN
G
W A
L L
AutoCAD SHX Text
VENDING MACHINE
AutoCAD SHX Text
FFE=979.9
AutoCAD SHX Text
FFE=979.9'
AutoCAD SHX Text
BIKE RACK
AutoCAD SHX Text
4" BOLLARD
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
UTILITY POLE #537474
AutoCAD SHX Text
ACTIVITY CENTER PARKING ONLY SIGN
AutoCAD SHX Text
INLET
AutoCAD SHX Text
TOP=966.38
AutoCAD SHX Text
INV.=963.03(IN) 6" PVC
AutoCAD SHX Text
FFE=969.3
AutoCAD SHX Text
COUNTY OF ALLEGHENY
AutoCAD SHX Text
PARCEL ID: 916-A-4
AutoCAD SHX Text
COUNTY OF ALLEGHENY
AutoCAD SHX Text 916-A-4
AutoCAD SHX Text
FINDLAY TOWNSHIP
AutoCAD SHX Text
PARCEL ID: 800-E-351
AutoCAD SHX Text
310 MAIN ST.,
AutoCAD SHX Text
IMPERIAL, PA 15126
AutoCAD SHX Text
DEED BOOK 8921, PAGE 567
AutoCAD SHX Text
AutoCAD SHX Text 978.50
AutoCAD SHX Text
AutoCAD SHX Text 978.33
AutoCAD SHX Text
AutoCAD SHX Text 978.41
AutoCAD SHX Text
AutoCAD SHX Text 978.40
AutoCAD SHX Text
AutoCAD SHX Text 978.45
AutoCAD SHX Text
AutoCAD SHX Text 978.85
AutoCAD SHX Text
AutoCAD SHX Text 968.33
AutoCAD SHX Text
AutoCAD SHX Text 968.66
AutoCAD SHX Text
AutoCAD SHX Text 967.44
AutoCAD SHX Text
AutoCAD SHX Text 966.41
AutoCAD SHX Text
AutoCAD SHX Text 968.57
AutoCAD SHX Text
AutoCAD SHX Text 967.34
AutoCAD SHX Text
AutoCAD SHX Text 968.66
AutoCAD SHX Text
AutoCAD SHX Text 978.31
AutoCAD SHX Text
AutoCAD SHX Text 978.34
AutoCAD SHX Text
AutoCAD SHX Text 977.20
AutoCAD SHX Text
AutoCAD SHX Text
TW977.53
AutoCAD SHX Text
BW969.24
AutoCAD SHX Text
AutoCAD SHX Text 977.35
AutoCAD SHX Text
ASPHALT PARKING LOT
AutoCAD SHX Text
ASPHALT PARKING LOT
AutoCAD SHX Text
DECK
AutoCAD SHX Text
SHED
AutoCAD SHX Text
STONE WALK
AutoCAD SHX Text
STONE
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
AC
AutoCAD SHX Text
DUMPSTER
AutoCAD SHX Text
ENCLOSURE
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
EXISTING WALL
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
GRAVEL PATH (MONTOUR TRAIL)
AutoCAD SHX Text
EXISTING WOODS
AutoCAD SHX Text
EXISTING WOODS
AutoCAD SHX Text
EXISTING WOODS
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
AC
AutoCAD SHX Text
EM
AutoCAD SHX Text
INV.=963.48(IN) 12"CMP
AutoCAD SHX Text
INV.=962.96(OUT) 24" N-12
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text 24" N-12
AutoCAD SHX Text 24" N-12
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
FDC
AutoCAD SHX Text
WATER SPIGOT
AutoCAD SHX Text
SHUT OFF SAFETY SWITCH
AutoCAD SHX Text T=696.30
AutoCAD SHX Text
CLEANOUT
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
EXISTING FENCE LINE
AutoCAD SHX Text
EXISTING UTILITY POLE
AutoCAD SHX Text
EXISTING ELECTRIC METER
AutoCAD SHX Text
EXISTING STORM SEWER
AutoCAD SHX Text
EXISTING CLEANOUT
AutoCAD SHX Text
EXISTING GAS METER
AutoCAD SHX Text
EXISTING CONTOURS
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING SPOT ELEVATION
AutoCAD SHX Text 998.71
AutoCAD SHX Text
EXISTING STORM INLET
AutoCAD SHX Text
EXISTING PROPERTY LINE
AutoCAD SHX Text
CO
AutoCAD SHX Text
GM
AutoCAD SHX Text
EXISTING OVERHEAD WIRES
AutoCAD SHX Text
EM
AutoCAD SHX Text
EXISTING TREELINE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
2.5
DWG:
C.03
C O
N S
T R
U C
T
IO
N D
E T
A
IL
S
DATE:
DGN:
DWN:
CHK:
APP:
ACW
ACW
NER
KRS
AS SHOWN
R E
V
D A
T E
D E
S C
R
IP
T
IO
N
B
R O
A D
W A Y S
T R
E E T
C A R
N E G
IE
P A
.8
.5 w w w .r ed co ne ng in ee rin g.
co m
SEAL:
DRAWING STATUS:
BID
0453-003
05/28/26
GEOMETRY
DESIGN WALL HEIGHT (ft)
WALL BATTER/TILT
EMBEDMENT (ft)
: 9.50
: 3.60/0.00 DEG.
: 1.25
LIVE LOAD (psf) : 0.00 LIVE LOAD OFFSET (ft) : 0.00
LEVELING PAD DEPTH (ft) : 0.50
SLOPE ANGLE (deg) : 0.00
SLOPE LENGTH : 0.00
LEVELING PAD WIDTH (ft) : 6.50
LIVE LOAD WIDTH (ft) : 0.00 DEAD LOAD (psf) : 130 DEAD LOAD OFFSET (ft) : 0.00 DEAD LOAD WIDTH (ft) : 100.00
Name C6.5
Elev. [dpth] 9.33[0.17]
COLUMN DESCRIPTIONS:
ka: active earth pressure coefficient Pa: active earth pressure Paq: live surcharge earth pressure Paqd: dead surchrge earth pressure (PaC): reduction in load due to cohesion PaT: sum of all earth pressures FSsl(lvl Pad): factor of safety for sliding at each layer.
FSot: factor of safety of overturning about the toe.
%D/H: ratio of based depth to height (warning for narrow walls, < 35%)
6.67[2.83] 5.33[4.17] 4.00[5.50] 2.67[6.83] 1.33[8.17] ka 0.360
0.336 0.336 0.429 0.414 0.400
%D/H 1200%
71% 48% 59% 48% 40%
RESULTS
CDR SLIDING : 1.42 (lvlpd)
CDR BEARING : 1.18
ECCENTRICITY (e/L) : 0.18 (e/L <= 0.33)
FACTORS OF SAFETY
SLIDING
OVERTURNING
BEARING
: 1.50 : 1.50 : 2.00
BEARING : 2215/1729 (SERVICE)
ECC INTERNAL (e/L) : 0.29 (e/L <= 0.45)
66 0.00[9.50] 0.508 58%
Pa
Paqd
PaT
CDRsl
27.76 13.20 7.63 5.35 4.06 1.42 e/L 0.01
0.10 0.25 0.18 0.22 0.29 0.18 e/L (Srvs) 0.01
0.05 0.13 0.15 0.17 0.20 0.16
24 8.00[1.50] 0.336 133%45 65 111 39.36 0.10 0.05
(FS sliding below the leveling pad)
GEOMETRY
DESIGN WALL HEIGHT (ft)
WALL BATTER/TILT
EMBEDMENT (ft)
: 8.25
: 3.60/0.00 DEG.
: 1.00
LIVE LOAD (psf) : 0.00 LIVE LOAD OFFSET (ft) : 0.00
LEVELING PAD DEPTH (ft) : 0.50
SLOPE ANGLE (deg) : 0.00
SLOPE LENGTH : 0.00
LEVELING PAD WIDTH (ft) : 6.00
LIVE LOAD WIDTH (ft) : 0.00 DEAD LOAD (psf) : 105 DEAD LOAD OFFSET (ft) : 0.00 DEAD LOAD WIDTH (ft) : 0.00
Name C6.5
Elev. [dpth] 8.00[0.25]
COLUMN DESCRIPTIONS:
ka: active earth pressure coefficient Pa: active earth pressure Paq: live surcharge earth pressure Paqd: dead surchrge earth pressure (PaC): reduction in load due to cohesion PaT: sum of all earth pressures FSsl(lvl Pad): factor of safety for sliding at each layer.
FSot: factor of safety of overturning about the toe.
%D/H: ratio of based depth to height (warning for narrow walls, < 35%)
6.67[1.58] 5.33[2.92] 4.00[4.25] 2.67[5.58] 1.33[6.92] ka 0.360 0.336 0.336 0.336 0.429 0.414
%D/H 800% 126% 69% 47% 58% 47%
RESULTS
CDR SLIDING : 1.48 (lvlpd)
CDR BEARING : 1.32
ECCENTRICITY (e/L) : 0.16 (e/L <= 0.33)
FACTORS OF SAFETY
SLIDING
OVERTURNING
BEARING
: 1.50 : 2.00 : 2.00
BEARING : 1834/1452 (SERVICE)
ECC INTERNAL (e/L) : 0.27 (e/L <= 0.45)
60 0.00[8.25] 0.506 61%
Pa
Paqd
PaT
CDRsl
41.02 26.20 12.69 7.45 5.26 1.48 e/L 0.01 0.09 0.12 0.27 0.18 0.22 0.16 e/L (Srvs) 0.00 0.05 0.06 0.14 0.15 0.16 0.14
(FS sliding below the leveling pad)
GEOMETRY
DESIGN WALL HEIGHT (ft)
WALL BATTER/TILT
EMBEDMENT (ft)
: 7.00
: 3.60/0.00 DEG.
: 1.00
LIVE LOAD (psf) : 0.00 LIVE LOAD OFFSET (ft) : 0.00
LEVELING PAD DEPTH (ft) : 0.50
SLOPE ANGLE (deg) : 0.00
SLOPE LENGTH : 0.00
LEVELING PAD WIDTH (ft) : 4.75
LIVE LOAD WIDTH (ft) : 0.00 DEAD LOAD (psf) : 105 DEAD LOAD OFFSET (ft) : 0.00 DEAD LOAD WIDTH (ft) : 0.00
Name C6.5
Elev. [dpth] 6.67[0.33]
COLUMN DESCRIPTIONS:
ka: active earth pressure coefficient Pa: active earth pressure Paq: live surcharge earth pressure Paqd: dead surchrge earth pressure (PaC): reduction in load due to cohesion PaT: sum of all earth pressures FSsl(lvl Pad): factor of safety for sliding at each layer.
FSot: factor of safety of overturning about the toe.
%D/H: ratio of based depth to height (warning for narrow walls, < 35%)
4.00[3.00] 2.67[4.33] 1.33[5.67] 0.00[7.00] ka 0.360
0.336 0.336 0.429 0.445
%D/H 600%
67% 46% 57% 54%
RESULTS
CDR SLIDING : 1.41 (lvlpd)
CDR BEARING : 1.27
ECCENTRICITY (e/L) : 0.19 (e/L <= 0.33)
FACTORS OF SAFETY
SLIDING
OVERTURNING
BEARING
: 1.50 : 2.00 : 2.00
BEARING : 1594/1266 (SERVICE)
ECC INTERNAL (e/L) : 0.29 (e/L <= 0.45)
Pa
Paqd
PaT
CDRsl
24.76 12.21 7.28 1.41 e/L 0.01
0.13 0.29 0.17 0.19 e/L (Srvs) 0.01
0.07 0.15 0.14 0.15
(FS sliding below the leveling pad)
24 5.33[1.67] 0.336 120%56 0 56 77.94 0.04 0.02
GEOMETRY
DESIGN WALL HEIGHT (ft)
WALL BATTER/TILT
EMBEDMENT (ft)
: 6.00
: 3.60/0.00 DEG.
: 1.00
LIVE LOAD (psf) : 0.00 LIVE LOAD OFFSET (ft) : 0.00
LEVELING PAD DEPTH (ft) : 0.50
SLOPE ANGLE (deg) : 0.00
SLOPE LENGTH : 0.00
LEVELING PAD WIDTH (ft) : 4.25
LIVE LOAD WIDTH (ft) : 0.00 DEAD LOAD (psf) : 105 DEAD LOAD OFFSET (ft) : 0.00 DEAD LOAD WIDTH (ft) : 0.00
Name C8
Elev. [dpth] 5.33[0.67]
COLUMN DESCRIPTIONS:
ka: active earth pressure coefficient Pa: active earth pressure Paq: live surcharge earth pressure Paqd: dead surchrge earth pressure (PaC): reduction in load due to cohesion PaT: sum of all earth pressures FSsl(lvl Pad): factor of safety for sliding at each layer.
FSot: factor of safety of overturning about the toe.
%D/H: ratio of based depth to height (warning for narrow walls, < 35%)
2.67[3.33] 1.33[4.67] 0.00[6.00] ka 0.360
0.336 0.336 0.428
%D/H 300%
60% 43% 54%
RESULTS
CDR SLIDING : 1.43 (lvlpd)
CDR BEARING : 1.52
ECCENTRICITY (e/L) : 0.17 (e/L <= 0.33)
FACTORS OF SAFETY
SLIDING
OVERTURNING
BEARING
: 1.50 : 2.00 : 2.00
BEARING : 1286/1039 (SERVICE)
ECC INTERNAL (e/L) : 0.36 (e/L <= 0.45)
Pa
Paqd
PaT
CDRsl
20.11 10.55 1.43 e/L 0.04
0.18 0.36 0.17 e/L (Srvs) 0.03
0.09 0.20 0.14
(FS sliding below the leveling pad)
24 4.00[2.00] 0.336 100%81 0 81 54.28 0.06 0.03
3.6°
"D"
VARIES
**EMBEDMENT
WALL SECTION
NOT TO SCALE
3.6° 3.6°
3.6°
3.6°
WALL SECTION
NOT TO SCALE
WALL SECTION
NOT TO SCALE
WALL SECTION
NOT TO SCALE
48"
48"
48"
48"
48"
48"
48"
24"
24"
24"
24"
24"
39" 24"
16"
16"
16"
16"
16" 16"
16"
16"
16"
24" 24"
24"
24" 39"
2"
2"
TOP BLOCK
MIDDLE BLOCK
BASE BLOCK
RIGHT CORNER TOPLEFT CORNER TOP
STANDARD FITTING
BLOCK
HALF TOP
REVERSIBLE
CORNER BLOCK
HALF BLOCK
BLOCK
DESCRIPTION
BLOCK
ABBREVIATION
24B24" BASE
39B39" BASE
45B45" BASE
60B60" BASE
66B66" BASE
72B72" BASE
78B78" BASE
84B84" BASE
24" MIDDLE
39" MIDDLE
45" MIDDLE
60" MIDDLE
66" MIDDLE
72" MIDDLE
78" MIDDLE
84" MIDDLE
24M 39M 45M 60M 66M 72M 78M 84M
24" TOP
39" TOP
24T 39T
24" HALF
39" HALF
24H 39H
HALF TOP - 24" HT
LEFT CORNER TOP LCT
RIGHT CORNER TOP RCT
REVERSIBLE CORNER C
FITTING - 24" FIT24
FITTING - 39" FIT39
RECON
"G" BLOCK LEGEND
60"
24" 60"
84"
84"
SLCT
SRCT
SLOPED LEFT
CORNER TOP
SLOPED RIGHT
CORNER TOP
48" 24" 48" 48"
6"
6"
16"
6"
16"
PROFILE
SCALE: HORZ. 1"=5'
VERT. 1"=5
24M24M 24M 24M 24M 24M 24M 24M 24M 24M 24M 24M 24M 24M
24M 24M 24M 24M 24M 24M 24M 24M 24M 24M 24M 24M24M
66B 66B 66B 66B 66B 66B 66B 66B 66B 66B
39M 39M
39M
39M39M
39M
39M
39M
39M
39M
39M
39M
39M
39M
39M
39M
39M
39M
39M
39M
39M
39M
39M
39M
39M
39M
39M
39M
60B
39M
39M
60B
39M
39M39B
60B
60B
60B
C A
L C
U L
A T
IO
N
S A
N D
S E
C T
IO
N
S
0+000+52
48" 26"
6.5"
CAPSTONE
24M 24M 24M 24M 24M 24M 24M 24M 24M 24M 24M 24M 24M
F
IN
D L
A Y
T O
W N
S H
IP
M
A
IN
S T
R E
E T
IM
P
E R
IA
L, P A
A
LL
E
G H
E N
Y C
O U
N T
Y
R E
C O
N S
T R
U C
T
IO
N O
F A
C T
IV
IT
Y C
E N
T E
R R
E T
A
IN
IN
G
W A
L L
AutoCAD SHX Text 24M
AutoCAD SHX Text 39M
AutoCAD SHX Text 45M
AutoCAD SHX Text 60M
AutoCAD SHX Text 60B
AutoCAD SHX Text 24T
AutoCAD SHX Text 45M
AutoCAD SHX Text 39M
AutoCAD SHX Text 24M
AutoCAD SHX Text
8" LOW PERMEABLE SOIL
AutoCAD SHX Text
FOUNDATION SOIL
AutoCAD SHX Text
MIN. 12" DRAINAGE ZONE ( " CRUSHED STONE)34" CRUSHED STONE)
AutoCAD SHX Text
APPROXIMATE LIMITS OF EXCAVATION
AutoCAD SHX Text
APPROXIMATE LIMITS OF EXCAVATION VARY WHERE SUBCUT IS REQUIRED
AutoCAD SHX Text SUBCUT TO A DEPTH "D" AS REQUIRED AND REPLACE WITH SUITABLE COMPACTED STRUCTURAL FILL TO ACHIEVE THE REQUIRED BEARING CAPACITY AND SLIDING RESISTANCE AS DIRECTED BY THE SITE GEOTECHNICAL ENGINEER. ALL STRUCTURAL FILL SHALL BE COMPACTED TO A MIN. 95% STANDARD PROCTOR DENSITY.
AutoCAD SHX Text
UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD (6" MIN. THICKNESS)
AutoCAD SHX Text
AutoCAD SHX Text
DRAIN TILE (4" MIN.)
AutoCAD SHX Text
RETAINED SOIL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1:1 BENCH CUT RECOMMENDED
AutoCAD SHX Text
**EMBEDMENT SHOULD BE THE GREATER OF 6" OR H/20 FOR
AutoCAD SHX Text
WALLS WITH LEVEL GRADE AT THE TOE. REFER TO RECON'S
AutoCAD SHX Text
EMBEDMENT RECOMMENDATION DOCUMENT FOR ADDITIONAL
AutoCAD SHX Text
INFORMATION FOR WALLS WITH A TOE SLOPE CONDITION.
AutoCAD SHX Text
TYPICAL GRAVITY WALL CROSS SECTION
AutoCAD SHX Text 66B
AutoCAD SHX Text 39M
AutoCAD SHX Text 39M
AutoCAD SHX Text 39M
AutoCAD SHX Text 24M
AutoCAD SHX Text 24M
AutoCAD SHX Text 60B
AutoCAD SHX Text 39M
AutoCAD SHX Text 39M
AutoCAD SHX Text 24M
AutoCAD SHX Text 24M
AutoCAD SHX Text 39B
AutoCAD SHX Text 45B
AutoCAD SHX Text 39M
AutoCAD SHX Text 24M
AutoCAD SHX Text 24M
AutoCAD SHX Text 24M
AutoCAD SHX Text 24M
AutoCAD SHX Text
RECON CAPSTONE
AutoCAD SHX Text 9.50'
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
SEE TYPICAL GRAVITY WALL
AutoCAD SHX Text
CROSS SECTION BELOW FOR
AutoCAD SHX Text
TYPICAL BACKFILL, EXCAVATION,
AutoCAD SHX Text
LEVELING PAD AND DRAINAGE
AutoCAD SHX Text
REQUIREMENTS.
AutoCAD SHX Text 5.50'
AutoCAD SHX Text 8.25'
AutoCAD SHX Text 7.00'
AutoCAD SHX Text 6.00'
AutoCAD SHX Text 5.00'
AutoCAD SHX Text 3.75'
AutoCAD SHX Text 3.25'
AutoCAD SHX Text
TYPICAL RECON "G" BLOCKS
AutoCAD SHX Text
BASE BLOCK
AutoCAD SHX Text
BASE BLOCK
AutoCAD SHX Text
MIDDLE BLOCK
AutoCAD SHX Text
BASE BLOCK
AutoCAD SHX Text
NOTE: BLOCK MUST BE PLACED ON A MINIMUM 6" THICK LEVELING
AutoCAD SHX Text
PAD CONSISTING OF
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
" CRUSHED STONE, CLASS 5, OR LEAN
AutoCAD SHX Text
CONCRETE AS SPECIFIED IN THE SITE SPECIFIC PLANS DESIGNED
AutoCAD SHX Text
BY A REGISTERED PROFESSIONAL ENGINEER. GENERALLY THE
AutoCAD SHX Text
LEVELING PAD BASE MATERIAL MUST BE COMPACTED TO 95%%% OF
AutoCAD SHX Text
STANDARD PROCTOR DENSITY.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LEVELING PAD
AutoCAD SHX Text
ENSURE PROPER COMPACTION OF BASE MATERIAL AT STEPS
AutoCAD SHX Text
BASE ROW STEP UP
AutoCAD SHX Text
GROUND
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
GROUND
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text 24M
AutoCAD SHX Text 24M
AutoCAD SHX Text 24M
AutoCAD SHX Text 24M
AutoCAD SHX Text
RECON CAPSTONE
AutoCAD SHX Text
RECON CAPSTONE
RECON CAPSTONE
DWG:
C.04
C O
N S
T R
U C
T
IO
N D
E T
A
IL
S
DATE:
DGN:
DWN:
CHK:
APP:
ACW
ACW
NER
KRS
AS SHOWN
R E
V
D A
T E
D E
S C
R
IP
T
IO
N
B
R O
A D
W A Y S
T R
E E T
C A R
N E G
IE
P A
.8
.5 w w w .r ed co ne ng in ee rin g.
co m
SEAL:
DRAWING STATUS:
BID
0453-003
05/28/26
EQUIVALENT).
AND CASTING R-3591 (OR APPROVED
USE NEENAH FOUNDARY COMPANY FRAME
NOTE:
15/16"x10
1 3/16"
3/4"
22 1/2"x22 1/2"
26 1/4"x26 1/4"
6"
1 3/4"
24"x24"
8"
24"
38 1/2"
22 1/2"2" 8" 8" 2"
6" 6"
2"8"8"2" 22 1/2"
38 1/2"
24"
8"
AASHTO #57 AGGREGATE
GRADED AGGREGATE
ALL BACKFILL TO BE
CONCRETE
YARD DRAIN WITH STANDARD GRATE
DETAIL
1/2" SLOTS
PRECAST
BOX
VA
R
IA
BL
E
VA
R
IA
BL
E
SECTION A-A
A A
N.T.S.
AS SHOWN
6"x6", #9 GAUGE
6"
6" AASHTO NO. 57 LIMESTONE
OR AGGREGATE, NO SLAG PERMITTED
4" CLASS "A" CONCRETE PAD
EXISTING GRADE
CONCRETE PAD DETAIL
WELDED WIRE MESH
1/4" PER FOOT
SLOPE
1 1/2"
1 3/8"
SAWCUT 1 1/2"
1/8"
1/4"
3"
CONTROL JOINT DETAIL
NOTE:
ALTERNATE CONTROL JOINTS EVERY 6'-0" C.C.
BETWEEN EXPANSION JOINTS
ALTERNATE EXPANSION JOINTS EVERY 18'-0" C.C.
CONCRETE PAD DETAIL
N.T.S.
LAMPUS ROSETTA IRREGULAR STEPS
N.T.S.
F
IN
D L
A Y
T O
W N
S H
IP
M
A
IN
S T
R E
E T
IM
P
E R
IA
L, P A
A
LL
E
G H
E N
Y C
O U
N T
Y
R E
C O
N S
T R
U C
T
IO
N O
F A
C T
IV
IT
Y C
E N
T E
R R
E T
A
IN
IN
G
W A
L L
| C.00 TITLE SHEET |
| Layout1 |
| C.01 EXISTING |
| Layout1 |
| C.02 SITE PLAN |
| Layout1 |
| C.03 CALCS AND SECTIONS |
| Model |
| C.04 DETAILS |
| Model |
File details come from the government source that posted it. Updated .